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Pavement freezing depth estimation using hybrid deep-learning models

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dc.contributor.authorRoh, Seunghyun-
dc.contributor.authorYami, Yonathan Alemu-
dc.contributor.authorHwang, Hyunsik-
dc.contributor.authorCho, Yoonho-
dc.date.accessioned2024-01-23T02:00:24Z-
dc.date.available2024-01-23T02:00:24Z-
dc.date.issued2023-12-
dc.identifier.issn0315-1468-
dc.identifier.issn1208-6029-
dc.identifier.urihttps://scholarworks.bwise.kr/cau/handle/2019.sw.cau/71241-
dc.description.abstractPredicting pavement temperature by depth is crucial for road design, analysis, and maintenance. However, current methods predominantly utilize regression and/or open-form solutions focusing on highways. Additionally, most machine-learning models focus on asphalt layers and do not extend to deeper pavement layers. Therefore, this study provides deep-learning models using weather parameters to predict pavement temperature from surface to sublayers and estimate pavement freezing depth for developing massive apartment complexes. Temperature-by-depth data collected from thin pavements from three locations in South Korea were used. Comparative analyses of long short-term memory (LSTM), convolutional neural network-LSTM (CNNLSTM), and convolutional LSTM were performed. Results showed that CNN-LSTM model performed better with coefficients of determination (R2) of 0.965, 0.987, and 0.981. Additionally, the CNN-LSTM predicted freezing depth with 0.3%-13.1% error margins outperforming the LSTM, Aldrich's, and Korean Ministry of Transport approaches. The proposed approach shows that deep-learning models better estimate the freezing depth of pavements than existing approaches.-
dc.format.extent11-
dc.language영어-
dc.language.isoENG-
dc.publisherCANADIAN SCIENCE PUBLISHING-
dc.titlePavement freezing depth estimation using hybrid deep-learning models-
dc.typeArticle-
dc.identifier.doi10.1139/cjce-2023-0131-
dc.identifier.bibliographicCitationCANADIAN JOURNAL OF CIVIL ENGINEERING, v.51, no.4, pp 423 - 433-
dc.description.isOpenAccessN-
dc.identifier.wosid001113316900001-
dc.identifier.scopusid2-s2.0-85190975631-
dc.citation.endPage433-
dc.citation.number4-
dc.citation.startPage423-
dc.citation.titleCANADIAN JOURNAL OF CIVIL ENGINEERING-
dc.citation.volume51-
dc.type.docTypeArticle; Early Access-
dc.publisher.location캐나다-
dc.subject.keywordAuthorpavement freezing depth prediction-
dc.subject.keywordAuthorLSTM-
dc.subject.keywordAuthorCNN-LSTM-
dc.subject.keywordAuthorConv-LSTM-
dc.relation.journalResearchAreaEngineering-
dc.relation.journalWebOfScienceCategoryEngineering, Civil-
dc.description.journalRegisteredClassscie-
dc.description.journalRegisteredClassscopus-
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공과대학 (건설환경플랜트공학)
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